Concrete forms



E. B. JONES ETAL CONCRETE FORMS 5 Sheets-Sheet 1 July 14, 1959 Filed Marchl. 1954 INVENTORS. Edward B. Jones W6 l W A TTORNE Y Amoul A. Jones BY y 1959 E. a. JONES ETAL V 2,894,312

CONCRETE FORMS Filed ){arch 1. 1954 s sheets-sheet 2 3 l0 1 "i 3 s// 35% 35 m s ifs? 31 .9 .2 252' /33 33 5:5 8 m4; s5 33, l 33 E W ls? 35: 1 33 ur 32 4,5

FIG. 2A

INVENTOR.

EDWARD B. JONES BY AMOUL A. JONES ATTORNEY E. B. JONES ET AL July 14, 1959 CONCRETE FORMS s Shets-Sheet 4 Filed March 1. 1954 Fig.lO

Fig. l2

INVENTORS. Edward B. Jones Amoul A. Jones Fig.ll

ATTORNEY July 14, 1959 E B. JONES ET AL CONCRETE FORMS 5 Sheets-Sheet 5 Filed March 1. 1954 4 I w W. 7 w M 3 V m w m v ,3 M M .P w J 4 k m b 15 5 P E 42/. av/ Aurfi n ET 4 a a w Fig.l4

Fig.l5

Fig. l6

, INVENTORS. Edward B. Jones BY Amoul Jones Fig. I?

ATTORNEY United States Patent 7 1 2,894,312 CONCRETE roRMs Edward Jones, Denver, and Amoul A. Jones, Mount Morrison, Colo.

This invention relates to forms for pouring concrete and the like, such as to provide slabs, walls, beams, columns and similarconcrete construction elements, particularly for buildings. The slabs to be poured will generallybe fora floor, ceiling or roof, i.e., spaced above the lowest floor of the building.

Forms for pouring concrete have for some years conventionally been made by attaching wooden planks to studding or joists, each form being individually built for each particular configuration to be produced. After the slab, beam or other forms have been constructed in this manner, reinforcing for the concrete is placed on or within the forms, or mounted in spaced relation thereto by wire spacers or the like, so that after the concrete is poured it will beadequately reinforced. After the concrete has set, the forms are stripped therefrom by complete dismantling, the result being that very little of the lumber is conveniently usable again without considerable difficulty, and even though a low grade of lumber is initially used, the cost of thediscarded lumberisstill quite high. The necessity for cutting and fitting all of the lumber going into the forms, together with the problems of adequate support forslab and beam forms, and adequate reinforcement or lateral support for wall and colunm forms has resulted in a high labor cost for form erection. In addition, the labor cost involved in'stripping the forms from the set concrete is also high. I

Among the objects of the present invention are to provide a novel beam form; to provide a novel column form; to provide a novel slab form; to provide a novel wall form; to provide a concretefo'rm which may include panels and'other'parts which may be'used many times without substantial deterioration; to provide such panels which are novel in construction and which are useful not only in providing slabforms but also in providing wall forms; to provide such panels which are readily secured together, which are readily supported for use in slab forms and which 'are'readily braced for use in wall forms; to provide novel structure for supporting such panels to provide slab forms; to provide "such panels and such structure which require a comparative minimum oftime for erectionand for dismantling; to provide a novel clip which "may be utilized in removably attaching a pair of panels or the like together; to provide novel elements, such as a corner support, which may be utilized in horizontal beam forms, vertical column forms, or corners of a wall form; to provide a novel corner construction for a wall form; to provide such forms, panels, and

other elements which maybe readily constructed on a types of forms, thereby reducing the total number of rugged towithstand the rigours of hard usage.

Additional, objects and thenovel features of this invention will become apparent from the description which 2,894,312 Patented July 14, 1959 2 a follows, taken in connection with the accompanyingdrawings, in which:

Fig. 1 is atop plan view of a portion of a floor form constructed in accordance with this invention, and on which notlonly floor slabs but also beams are to be poured;

Fig. 2 is a vertical section taken along line.22 of Fig. 1;

Fig. 2A is a limited horizontal section, looking upwardly from line 2A-2A of Fig. 2;

Fig. 3 is a vertical section, taken transversely to the section of Fig. 2, along line 3-3 of Fig. l;

Fig. 4 is an enlarged fragmentary vertical section, taken at the point of intersection of a pair of panels, a supporting beam therefor, and a shore which supports the beam, as at line 44 of Fig. 1;

Fig. 5 is abottom plan view of a panelfranie; w

Fig. 6 is a condensed top plan view of the panel frame;

Fig. 7 is a fragmentary, enlarged vertical section taken centrally at one end of the panel frame along line 7-7 of Fig. 6;

Fig. 8 is a condensed perspective view of a specially constructed I-beam utilized in supporting a series of panels, the I-beam of Fig. 8 being shown in cross section in Fig. 4;

Fig. 9 is a top plan view of a shore plate, also shown in cross section in Fig. 4; 1

Fig. 10 is a perspective view of a clip adapted to at tach two of the panels together;

Fig. 11 is a bottom plan view of the clip of Fig. 10, in assembled position attaching two panels together;

Fig. 12 is a longitudinal section taken along line 12- 12 of Fig. 11; i

Fig. 13 is a cross section of a specially constructed angle or corner support, particularly useful in forming vertical corners of wall forms, lower corners of horizontal beam forms and vertical corners of rectangular column forms;

Fig. 14 is a fragmentary top plan view of a wall-form, the portion shown including a corner;

Fig. 15 is a vertical section of the upper portion of the wall form, taken along line 1515 of Fig. 14;

Fig. 16 is a vertical section, on an enlarged scale in comparison with Fig. 2, of a beam form and adjacent portions of a slab form; and

Fig. 17 is an enlarged horizontal section taken through a column form, along line 17-17 of Fig. 2.

Illustrated in Figs. 1-3 and constructed in accordance with this invention are a slab form, for a floor, which includes a plurality of specially constructed panels P, forms B and B for a plurality of horizontal beams, preferably formed integrally with the floor, and forms for supporting columns, all capable of being poured at the same time. Panels P are rectangular in shape, the length preferably being a multiple of thewidth, such as the former being six feet and the latter twov feet, so that a series of panelsimaybe placed side by side to form a square or rectangular supporting surface for the slab, the longitudinal or lateral dimensions of which may be increased by adding additional panels. The entire floor slab to be poured will normally be considerably larger than the portion of the form illustrated in Fig. 1, although it will be evident that additional slab area may be provided merely by increasing the number of panels P and the associated parts involved. The floor slab may be supported by a plurality of horizontal beams, formed in beam forms B and B, in turn supported by columns which are poured in column forms C. The beam forms B'are with-in the confines of the floor slab and the beam forms B are disposed around the periphery thereof, although it will be understood, that the floor slab may overhang the outermost beams along one or moreedges.

a sets? 3 -It will also be understood that the depth of the floor slab, the depth and spacing of the beams, and the size and thickness of the columns, will be determined in accordance with usual architectural design practice. When the distance between beams is not equal to an exact multiple of the width or length of panels P, the peripheral edges the contiguous panels? are'connected by skirts :10 or 10' with the adjacent edges of the beam'foiim's B. and LB", respectively. AIso','the-'concrete may be reinforced by suitable reinforcing bars 11, which are placed in suitable pos'itionsirif or on the forms, as in Fig, 2. It will. be understood, of course, that suitable reinforcing barls will also "lie placed .within thecolumn forms .0.

The panels P are preferably supported by I-bearns 12, suitable interengaging.meansbetween the I-beams and the panels being provided, in a manner described later, and .eachNI-beam 11 2, asin Fig. 2, may be supported by a series of shores S which may be of any suitable type, adjustablejas' to height and each provided 'at its upper end with a shore plate 13;, (with intereng'aging means between the Lbeams 12 and shore plates 13 also beiugproyidedlinamanner described later. Except for plates 13, isht'are v S may be c nventional Acrow sho e which y also be ut zed t supp r a a l .14 Qnwhi h a pair of clamps 15 are adjustable inwardly and outwardly, as l y a lead s ew (not s ow to c amp the sides of t hs mfc i B tlisrebe w en, a s ita y pac d. posiiQnsiths sa1Qiie Th s a l a d c a p c nst uction is also conventional, and other types of clamps and sup; rsrtihsrai s 9 thex ilsems .th rsisreb u st t e therefor. The shores'S, as well as the column terms C, may te t, in; a f undatiqn 1 orm i c n r e n P'Q prising a floor Where desired, or: suitable 'individualfounna ions. p t e olumnsma be p ovided w h he shar Iei iu pn' p fii es me Q i b ma er a i issh ust some! s ash een; ter 13 an also each corner of a column form C, includes an angle or sras W192??? A h h ma ls b i i sdin o i an outside corner of a wall toa m, as shown in Fig. 14 and 16 1 s s iis tsre tbs bs m QIFI 1? mP l 9 si ntl @525 one P s e d e of a s m s o t A, the other outer edge resting on the rail 14, while clamps l7 encircle the column form and are adapted to engage each of the outer edges of the tour cgrnersupports A. The skirts 1.0. and 1 0"may be formed from planlq'ng, but preferably are formed of plywood of an appropriate thickness," cut" to the required width. Also, the bottom iisj h s-lfi i h n mb is 9 cf sas beam form'Bmay' similarly be formed of plywood of an appgopriate thickness and width, the "side members 19 being connected to skirts. by jangles 2,0. For the beams B, around the "edge of the slab, one side member 19' of the beam form may extend upwardly to a point corresponding to the top of the slab when poured. The side members 21 and end members 22 ofthe column forms C are 1 also, attached to or secured in position by the an-gleor corner supports A, in a'manner described later. 7

Each of the panels P, asin Fig s.' 4 to 7, inclusive, may

comprise a rectangularsheet 24 of wood, preferably plywood, which is attached, as by's crews 25, to a frame which includes a series of angles 26 and 26;, the side angles 26 andthe end angles 26 being attached together rectangular relationship with one leg of each angle ext nding'upwardly and. the other leg inwardly, the inside es of the upwardly extending legs forming 'a space co responding, as exactly as possible,'to the outer-periphery otthe'plywood sheet 24. The ends and sides of the ood sheets 24 maybe bevelled slightly, as in Fig. 4, eliminate 'a corner which might engage the usual ed. surface at the inside of an ,a nggle 26 or 2 6 ebypermitting the jedge of the sh eetto rest on the surfaces of the inwardly extending legs of the Thelangles 26 and 26' are attached, as by weldothe per flangebf ,a series of channels 27 and 'ii'f i tsiist spriieosais f s ni gs. 4. 1 was, at;

r y. a ce t th sc ew hea 4 that two panels may be placed side by side or end to end with the angles 26 or 26' in abutting relationship. The upper flanges of the channels 27 and 27' and the inwardly extending 'legs of angles 26 and 26 are provided with holes 28 through which the screws 25 may extend, while the lower flange of each channel 27 and 27 is provided with a series qt circular holes 29, disposed in spaced pairs, and another series of holes 30, which are oblong or elongated, for a dual purpose. The oblong holesSt) arepre ferably disposed in vertical alignment with the screw holes 28 and permit the screws 25 to be driven by an electric screw driver or the like, the oblong holes providing better visionot .the operation by the workman; Inaddition, the oblong holes cooperate with special clips, which will be described in detail later and which are adapted to attach adjacent panels together. At the center of each frame, a channel 31 provides additional support for the plywood sheet 24, the upper flange of channel 31 being pIQV-id d willhll h 110165 2.8 1 91 sertion of screws, 25. an the lower flange bein prov ded with oblong :ho1es30 in alignmen the ewith, t prov d e upper sui ia s 9 h nnelv 3 is flus wi hth upper sur ce of h i ar ly extending legs of angles 26', as in Fig. 7, to ptr yide a evel suppor o the-p ywood r 25 w ile each e of centsr'sha ns 31mm! b c awa rass gwn pri r tows d teens c a nel 27. so a qtc e rthenrrsr an 10W? iiansssan P rmit Wel n to the wshsf each cha nel 21 r .Ea h .qtt el b wa 1 -2 ;asn iis-Misnrstsmbly ms.- vi sd. w th a n lliYPf1PlI$-aQfPi .3} which ext nd i sh ho es dri ler i1.-'t s' nPs an lows! fl n es o he lzhs man a e attach d thereto a y wel in sq hat he en s o theipiqs 3 .wi l exte s v b th. above. and

be ow her pec yei an esan it i ua spas u pf the pairs of pins .3 i r fis ahly such th tans lismi Panel suc as tou m y be supps e si eby sid on one -hsam .2, a infi .2 wi hcne h l .29 a iac n t ee ict a side channe 27 f ea h p nel enga in the exts ins end .otcnc -the pin 33- W ile addi:

i mlnia mar be pr vide it is si fl cicat that a, pair of Pins 33 b p vi d. adja nt ea hend an two. pairs cf p ns 33 at-the center cfthe Lb am, sincsth -interensa ing means, st m d bythe x ending ends of he beam P 33 n he h les-.29; prev nt heipanelslifrcm shit ing laterally,.and en yone pin 33 for, eachpanel l? to be connected to an Irbeam .is thus necessary. :The lateral spacing of each pair of. pins 33 is. preferably suchthat a series ofpanelsrmayrbe abutted, in end toend relationship, with the pins. on one side of, the :l-beanr engaging thechannel holes 29 of thepanclson that sideandthe P ns he opposite side otthel-beamengaging the channel holes 29 of the panelson that-side. Of. course, ifa comparatively thick slab, section is .to, b e.poure.d, additional Lbeamsmaybeutilizedito support thepanels, the

beams mayfbe placed ben'e'atha set of four panama desired. 7

The lowerhextending ends of the pins 33 -alsofl-form interengaging means with the. shore -plates..13. As shown in 9, each. ofv the shore. plates 13. may 1 be ,provided .with. a cen alihele 34. t a l ate weld ns p e t plate.- Of course, the position of holes 35" and 35'. also corresponds to the spacing of the central pairs of pins 33, so that a shore may be placed at the center of eachI- beam, as will be evident from Fig. 2.

A special clip 37 for attaching two panels together, through interengagernent with adjacent channels thereof, is illustrated inFigs. to12. Such a clip may comprise a flat body provided with a flange 38 at each side, which flanges are adapted to engage the inner edges ofthe adjacent channels 27, as will be evident fromFig. l1. A pair of prongs 39 may be cut out from the body of the clip 37, and shaped so as to extend angularly and then parallel to the clip body, on the same side as the flanges 38. The prongs 39 are adapted to be inserted in the oblong holes 30 of the panel channel flanges, as in Figs. 11 and 12, and theolip then driven to the dotted position of Fig. 12, so that the clip will hold the adjacent channels 27 securely together. At the end opposite the prongs 39, the clip is preferably provided with a transverse flange 40, which extends in a direction opposite to flanges 39, and may be struck by a hammer or the like to drive the clip into position, or to remove the clipwhen the form is to be disassembled. As will be evident, the prongs 39 have a width slightly less than that of'the oblong holes 30, and also provide a clamping effect on the channel flanges, while the side flanges 38 of the clip prevent the abutting panels from moving apart. Any desired number of clips may be utilized, depending upon the tendency for the panelsto move apart when the load ofconcrete is placed thereon, although clips placed near the center of the panels are principally desirable, since the interengaging connection between the ends of the panels and the supporting beams tends to prevent spreading at the ends. Also, the side flanges 38 need not extend perpendicularly to the body of the clip, but may be slanted slightly outwardly, so as to produce-a wedging action on the channels as the clip is driven into place.

The special corner angle or support A is shown in greater detail in the section of Fig. 13, and may include a bar formed to a flattened -W shape, which may be considered to consist of a simple 90 angle 42, havingan integral flange 43 at each edge which extends perpendicularly to the near side, but in the opposite direction from the other side of angle 42. A channel 44 may be permanently attached, as by welding, to each flange 43, the web of channel 44 being welded to the flange 43 with the surface of the inner flange of channel 44 being flush with the surface of the adjacent side of angle 42. The flanges of each channel 44 may be provided with'holes comparable in size and distribution to the holes in the flanges of channels 27 and 27' of the panels 1, i.e., the inner flange of each channel 44 may be provided with circular screw holes 28 and the outer flange with oblong holes 30 opposite thereto, and also with additional circular holes, similar in size and distribution to the holes 29 of the channels 27 and 27' of panels P, as shown in Fig. 5. Each side of the center angle 42 may also be provided with screw holes 28', for use when desired. As before, the oblong holes 30 permit easier access to the heads of the screws which are driven into the plywood through the screw holes 29, while the oblong holes 30 may also be utilized to receive a clip prong 39, in the event that on of the channels 44 abuts against a panel P.

The panels P may be utilized in constructing wall forms, as well as slab forms, such as in the manner illustrated-in Figs. 14 and'15, in which a plurality of panels P are disposedin upright relation, being placed side by side and the adjacent channels 27 of the panels being fastened together by suitable clips 37, such as illustrated in Fig. 10 anddescribed previously. The plywood surface of each panel Pfaces inwardly and the concrete is poured between the two walls for med thereb y, the panels additionallybeing braced by bars 46, such as box-shaped channels, as shown in Fig. 15, which are disposed horiaontally on opposite sides of the form at vertically spaced 6 positions, andbear against the outside flanges of :the' channels'27 of the panels. The bars 46 on oppositesides ofthe form may be connected by rods 47, which may be threaded at their outer ends and nuts tightened thereon, as shown. As shown in Fig. 15, the Whaler bars 46 are preferably box-shaped in cross section with a slot or opening along one side and longitudinally spaced holes opposite the slot or opening, thus producing the effect of two normal channels disposed face to face with their outer flanges connected and thereby. providing the strength of a pair' of channels and the additional stability provided by two bearing surfaces for the upright channels 27 and 27'. Each bar 46 mayreston a series of clips 37, which connect adjacent panels together, while the rods 47 may passthrough suitableholes drilled in the wood of the panels P. The rods 47 may be Superiof snap tie rods, i.e., having a weakened section, such as formed. just outside an upset which retains a washer 48, so that after the forms are removed, the ends of the bars may be twisted or bent back and forth a few times to break oil the bars at the edge of the concrete wall. Of course, suitable reinforcing structure is placed within the wall form, in a desired pattern," and in the proper locations. An angle brace 49 may be placed at asuitable number of positions, being conveniently connected to the outwardly extending leg of an angular bracket 50, the inner leg of which is removably secured to the channels 27, as by bolts extending through the holes 29fof Fig. 5. The outer leg of each bracket 50 may be provided with several holes, as shown, so that a brace 49 may be connected at various angles thereto, while each bracket 50 is also preferably connected at a position between two horizontal bars '46. As shown, the panelsP are placed side by side in upright positions, thus forming a wall 6 feet in height. If an eight foot wall is to be poured, one set of panels may be placed upright and another set directly above on their sides and disposed end to end, to add twofeet to the height; while if a ten foot wall is, to be poured, one set of panels on their sides and placed end to end, at the bottom ofthe wall form, another set in upright position and sidebyside, and a-third set on their sides and placed end to end but above the upright panels, may be utilized. The panel arrangement may also be varied, to produce a desired pattern on the surface of the wall, such as upright panels alternating with panels on their sides. Also, when the wall form is more than one panel high, some of the bars 46 may be vertical, rather than horizontal.

Asshown in Fig. 14, when the wall form includes a corner, the outside of the corner is conveniently formed by the angle support A previously described, plywood sections 51 and 52 being attached thereto, as by screws, and extending tothe panels P of the connecting wall forms. The bars 46 bear against the outer flanges of the angle support A, and also against the outer flanges of channels 53, which are attached to sections 51 and 52, .as by screws. The flanges of channels 53 are. provided with holes similarly to channels 27 of the panels P, but channels 53 may be wider thanchannels' 27, to compensate for the thickness of angles26. .Or, plywood sections 51 and 52 may be thicker.thanthe plywood sheets 24 of the panels P, again to compensate for the thickness of angles 26' of the panels P, in which case channels 53 may be identical to channels 27, being conveniently made from the same stock and punchedor drilled identically. In any event, theouter flanges of channels 53 are preferably flush with the outer flange of the adjacent panel channel 27, so that bar '46 may bear againstboth, while the channels 53 are also attached to sections 51 and 52 along the edges of the latter so that each channel 53 may be connected to the adjacent panel channel 27 .by several clips 37. At the inside of the corner, plywood sections 54 and 55 exterid to' the adjacent panels P,with the edge: of one abutting againstfthe side of theother and the two conveniently being attached together by anangle'56. Each section 54 and 55'is also attached to a' channel 53; a'gainst which the inner bars-46 bear and which arepreferably attached to the adjacent panel channels-27 by clips 37. Whenever thea'ngles-56 or channels 53: available are shorter than the desired length, other angles-56 or channels 53, as the case may be, can be spliced 'thereto' by short splice angles or channels or bars, atttichedto the-parts to be spliced together. Such splice angles, channels or bars may be specially shaped to. fit the contour of the parts to be spliced, and may be drilledat appropriate positions for attaching bolts and the like.

As described previously, the beam forms may include an' angle support A at each lower corner, which rests on the supporting beam 14,- and the} outer side flanges of which areengaged by clamps 15, as is also shown in Fig-.1 16. The side'm'embers 19 for the beam-forms may be attached, as by screws; to the anglesupports A, but with enoughxclea'rance at the bottom edge to permit the 'bottbm niembers 18 to be slid into position after the side members 19' and angle supports A" have been placed on the beams 14. Then,- the clamps 15 may be tightened and additional attachment of the bottom members 18 to the angle supportsA will'normally be unnecessary. As also described previously, the side members 19 are connected to the skirte 10; as by angles- 20, whichmay be attached thereto in any suitable manner, as by screws. ln addition, each skirt 10 may be attachedfto a channel 53 which rests on a beam 12 and whose holes forminter engaging means with the upper ends of the beam pins, as in the'case of channels 27 of panels P; Also, each channel 53 may be spaced slightly from the edge of a skirt 50 sothatclips 37 may attacha channel'53to the adjacent panel channel'27. As will be evident, both the angle supports A and thechann'els 53, utilized at a corner in a wall form, are also utilized in connection with the beam and slab forms.

Asshown in Fig. 17, the corner or angle supports A may also be utilized'in'column forms, in which the side members 21 and the end members 22 are preferably formed of plywood cut to the desired width. The end membersZZ only may be-attached, as by screws, to the corner supports A, with suflicient clearance at the edges so that the side members 21 may be slipped into place and the clamps 17 placed in position and tightened; Thuspea'ch end member 22 may be attached to two corner supportsA prior to assembly, as with the end members 22 lyingin flat position, thereby increasing the speed of erection. The clamps 17 may be conventional Acrow column clamps, whichconsist of two pairs of pivoted bars with adjustable take-up'devices 57 at the opposite corners, although any other suitable type of clamp for encirclingthe column forms may be utilized. At the upper end of each col'umn form, where the column form connects with the beam form, the end members 22 of the column form may be attached to the bottom members 18 of the beam form in any suitable manner, as by an'angle connecting. the two'similarly to the manner in which angle .20 of Fig. 16 connects the side member 19 of the beam form with skirt 10. As indicated previously, suitable reinforcing rods may be installed within the column forms prior to pouring of the concrete.

As will be evident, the use ofconcrete forms constructed inac'cordance'with' this invention may'result in numerouseconomies; The panels P may, of course, be made in'the shop on a production b=asi's, a1 i d-theangles 53 may be produced simultaneously with panel channels 27. Thus,- the only 'parts wh'ich need be cut specially for a specific job'may be the bottom members 18- and side members 1970i 19'ror the beam forms, theskirts'10'or' 10, the side members 21 and end members 22 for the column forms, and the corner members 51, 52, 54'and 5 forthe corner of'a' wallform'. However, by anticipa tion in architectural design,.the' same sizes of beams and 1 nln 2nP 9 1 lyf f e o two story buildings; canbe utilized for many buildings. Thus, the beam uses again arid again. usually wider than'the beam bottoms, if the-desired sizes are not in stock, beam bottom member's maybe cut from used column-side members, thus reducingtheu se of new stock.- For various jobs, difierent sizes of panels may be provided, since thesize'of the panels is not limited to- 2 feet by 6 feet, but maybe 2 feet by 4 feet, 2 feet by 5 feet, .or any other desired length and width. The panels P, of. course, can be used as component parts for va'ri'ous slab and wall dimensions, while the side members 19 ofthe beam forms can be stored or handled with'a corner supportA attached thereto, andthe endmerribers 22 of the column forms, with two corner supports A attached to each, may similarly be stored or handled.- Thus, only the initial attaching operation'is necessary for each and through the use of power drivenscrew drivers; such attaching operations may be performed at a min imum of expense. The outside sections 51 and 52 for a wall. corner may readily be attached'to a corner support A and a pair of channels 53 before the form is'finally assembled, while the inside sections 54 and 55 forawall corner may similarly be attachedto an angle 56anda pair of channels 53 priorto erection of the wall-form.

In-er-ecting-the slab and beam-forms,- the shores S may be placed in position; and suitable cross bracingattached thereto, so that theI-beams 12 may be placedatop appropriate shore's and beams 14 for the beam forms placed atop other shores. Then, the panels P may be placed onthe I-beams for supporting the same, and attached together by clips 37. The skirts 10 and 10 may previously be attached to, the sides'pof the beam forms which may be placed-inpositionand the bottomsslipped therein: The-skirts may thenbe attached by clips 37 to theadja= cent; panels, after which the beam form clamps 15 may be tightened; The ends of the'column forms maybe placed inposition, the sides slipped therein, and the clamps .17 then placed in position and tightened. If a Wall is to be poured, the corner assemblies'may be placed in position and'the panels attached thereto and to each other in succession, the rods 47 being placed in position at the same time. Then the bars 46 may be connected to the rods, and, finally, any necessary angle br-aces'installed. Aswillbe evident, the foregoing operations may be carried out in a short time.

After the concrete has set, the forms are readily strippedtherefrom and disassembled. Thus, the shores S, I-b eams 12,; and; beam form supports are readily'removed, the clips 37 also being easily removed, and the panels P pulled down: When the beam supports are removed, the beam forms and skirts 10 with them are easily' pulled down together. Also, after the clamps 17 have been removed, the end sections 22 of the column forms maybe pulled away from the column, the corner supports A readily sliding past the sidesectio ns 2'1 and thelatter may then be stripped off the column. Thus, about the only disconnection necessary may be the angles, if used, connecting the column forms to the under side of the beam forms. As will also be evident, the plywood parts can be used numerous times, since no'nails are driven therein and the principal connections between parts are metal to metal, such as between thepanels; and I-beams, and be; tween the I-beams and shores, which involve the pins 33. Also, the metal clips 37 engage the metal channels of the panels or other parts. Thus, the wood to metal connections remain, with few exceptions, and the relatively permanent connections provided by wood screws may be utilized. When both walls and a floor are to be poured, the walls may bepoured first, and the panels P used for the wall forms may be used for the slab form after being stripped from the concrete walls. Thus, the total number of panels to be shipped to that construction job may be reduced considerably.

. Although a specific embodiment of this invention 5 and .pfl

the preferred parts thereof have been described with particularly, it will be understood that other embodiments may exist and various changes made therein, all without departing from the spirit and scope of this invention.

What is claimed is:

1. In a form for concrete and the like, at least two adjacent substantially coplanar horizontalpanels, each comprising a flat, rectangular wood sheet, a metal frame attached thereto and extending around and enclosing the sides and ends thereof,"said frame having a depending portion spaced inwardly from the outer edges thereof and providing a flange having a surface substantially parallel to said woodsheet, at least said flanges along the sides of said panel being provided with longitudinally spaced slots and longitudinally spaced holes; at least one clip for simultaneously engaging slots in adjacent flanges of two said panels disposed in side by side relationship; and a beam for supporting said panels, said beam being provided with upwardly extending pins for engaging at least one hole of each said flange.

2. In a form for concrete and the like, as defined in claim 1, wherein said support comprises a beam provided with pins extending from the upper surface of said beam for engaging at least two flange holes. 3. In a form for concrete and the like, at least two panels, each comprising a flat, rectangular wood sheet, a metal 'frame attached thereto and extending around and enclosing the periphery thereof, said frame having a dependingportion spaced inwardly from the outer edges thereof and providing a flange having a lower surface substantially parallel to said wood sheet, at least one of said flangesalong the sides of said panel being provided with longitudinally spaced slots and longitudinally spaced holes; at least one clip for engaging slots in adjacent flanges of two said panels disposed in side by side rela- 'tionship; a beam for supporting said panels, said beam being provided with pins extending upwardly from the upper surface of said beam and downwardly from the lower surface of said beam, said upwardly extending pins engaging 'at least two flange holes of said panels; and a shore having a plate at its upper end provided with holes for receiving said downwardly extending pins.

4. In aform for concrete and the like, a series of panels adapted to be placed horizontally each comprising a flat rectangular plywood sheet, peripheral angles extendingaround the edges of said sheet with one leg of each angle beneath said sheet, said angles forming a rectangle having a length a multiple of its width, an outer channel having an upper flange attached to the underside of each said angle with'the outer edge'of said channel spaced inwardly from the outer edge of said angle and said channel flangesi'facing inwardly, a central channel extending longitudinally between said end channels and welded thereto, the upper surface of the upper flange of said central channel being level with the upper surface of the inwardly extending legs of said angles, means attaching said; sheet (to said angles and,channels, and spaced circular holes in the lower flanges of said outer channels; and a support for a plurality of such panels, comprising a beam having upper and lower flanges with pairs of aligned holes therein, and pins extending through said holes and welded to said beam with at least the upper end of each pin extending above the upper flange, each pair of pins being spaced apart laterally a distance equal to that between a pair of said circular holes in said lower flanges of said outer channels of said panels and having a size and shape corresponding thereto and said pins being spaced apart longitudinally a distance such that the ends of a series of said panels will rest on said beam in side by side relation and the ends of another series of panels will rest on said beam in side by side relation, with the upwardly extending end of each pin in a circular hole in the lower flange of an outer channel of a panel.

5. In a form for a rectangular beam of concrete and the like, wherein flat wood members provide the concrete engagingbottom sides of said form, corner supports for the lower corners of said wood members, each coniprising a metal angle having perpendicular legs and a flange extending outwardly from each end of said leg, one leg being a sideleg and the other leg a lower log; a pair of channels, each having a web and lateral flanges, one channel being a side channel and the'other channel a lower channel, with said web of said side channel .attached to said side leg and the web of said lower channel attached to said lower leg, an inner flange of each said channel forming a continuation of the adjacent leg of the corresponding angle; supporting means engaging the outer lateral flanges of'said lower channels; and clamping means engaging the outer lateral flanges of said side channels, the lower edges of said side wood members and the side edges of said bottom wood members being received by said angles with said corner supports disposed in opposite positions.

6. A corner support for a form for concrete'and the like, wherein flat wood members provide the concrete engaging sides and bottom of a rectangular horizontal beam form, the concrete engaging sides and ends of a rectangular vertical column form, or the adjacent edges at a corner of a wallform, said corner support comprising an elongated metal angle having perpendicular legs and a flange extending outwardly from each end of each leg; a, pair of channels having a web and lateral flanges with said web of one channel attached to one said angle flange and the web of the other channel attached to the other said angle flange, an inner flange of each said channel forming a continuation of the adjacent leg of saidangle, said inner flanges having spaced circular holes therein and the opposite flanges having elongated slots opposite said holes.

7. A form for a rectangular vertical column of concrete and the like, comprising four corner supports, one disposed at each corner of said form and each comprising an elongated metal angle having perpendicular legs and a flange extending outwardly from each end of each leg, a pair of channels having a web and lateral flanges with said web of one channel attachedto one said angle flange and the web of the other channel attached to the other said angle flange, an inner flange of each said channel forming a continuation of the adjacent leg of said angle; side members of wood; end members of wood, each attached to two corner supports with the edges thereof spaced from the angle leg perpendicular thereto a distance corresponding to the thickness of said side members, the edges of said side members being received in said spaces; and clamping means surrounding said four corner supports and engaging the outer flanges of said channels.

8. In' a form for a rectangular vertical column, as defined in claim 7', wherein said inner flanges of said channels have spaced circular holes therein and the opposite flange has elongated slots opposite said holes.

, 9. In a form for a slab of concrete or the like, aseries of generally rectangular horizontal panels having depending flanges around the sides and ends thereof and adapted to be placed in side by side and end to end abutting relationship; means for releasably securing adjacent flanges of abutting panels together; a series of beams for supporting said panels, said beams having webs and lower flanges and being normally disposed in spaced, generally parallel relationship and said panels resting on said beams, said beams also being adapted to be placed in end to end relationship, the lower flanges of said beams having holes therein adjacent the ends of said beams for pins adapted to extend beneath said beam lower flanges, said holes being disposed in pairs with one hole of each pair on opposite sides of said web; a series of shores for supporting said beams and each having an upper plate provided with four holes disposed in a relationship corresponding to the four corners of a rectangle; and a series of pins extending through at least one pair of holes in each beam and a corresponding pair of holes in ,ashore'plate, said holes in the bearhbeing spaced from the end of each beam a-zdistancesuch that two beams disposed'end-to end may be connected to the sameshore plate by two pairs of said pins.

. 10. In'a form for concrete and-the like," at least two adjacent substantially coplanar panels, each comprising aflatrec'tangular wood sheet, a metal frame attached-thereto and extending around and enclosing. the sides and ends thereof, said frame having a depending portion spaced inwardly from the outer edge thereof and providing a flange having opposite surfaces substantially parallel to said wood sheet," at least said flanges-along the sides of said panels being providedwith longitudinally spaced slots; atleast one clip 'for simultaneously engaging slots in ad-; jacentflanges of two said panels disposed-in side by side relationship and said clip comprisinga arel'atively flat bodyhaving a width corresponding to the comhined'width of said adjacent panel flanges and the space therebetween; a'flange at eachsideof said body and extending angularly thereto, said clip flanges engaging the opposed sides of said panel flanges; a pair of longitudinally extending, laterally spaced prongs struck from said clip body and extending angularly thereto and then substantially parallel thereto, said' prongs extending through said flange slots and engaging the surface of said panelflari'ges opposite those engaged by said clip body; and a lateral flange extendingwgenerally in a'direction opposite said side flanges and from the end of said body opposite the end toward which said prongs extend.

11. A p aneladap'tedto be placed horizontally for concrete forms and the like, comprising a fiat rectangular plywood sheet having a length a simple multiple of its width; a series of peripheral angles extending around the edges of said sheet with one leg of each angle beneathsaid'sheet; an outer channel having an upper'flange attached to the underside of each said angle with the outer edge of said channel spaced inwardly from the outer edge. of said angle and said channel flanges facing inwardly; a central channel extending longitudinally between said end channels and welded thereto, said central channel having an upper flange whose upper surface is level with the upper surface of the inwardly extending legs of said angles; a series of spaced holes in said upper flanges of said channels and inwardly extending legs of said angles; screws in said holes attaching'said sheet to said angles and channels; a spacedseries of spaced pairs of circular holes in the lower flanges of said outer channels;-a series-of elongated holes in said lower flanges of said outer and center channels and aligned with said holes in the upper flanges thereof; saidelongated holes in-said outer channels being interspaced with said pairs of circular holes therein; an I-beamhaving pairs of aligned holes in its upper and lower flanges with the holes of each pair on opposite sidesof the web thereof, one pair of holes being adjacent each end and'two pairs of holes at the center; and pins extending through said holes and welded to said Lbeam, the upper end of each pin-ex tendingabove the upper flange and the lower end -of -e ach pin extending below the lowerflangethereofleach pair-of: pins being spaced apart laterally a distancezequal to that;

between apair of-said circular holesin-saidlowerflanges of said outer channels of said panel andjhaving -m size and shape correspondingthereto; and said; pins being spaced apart longitudinally a distance such that the ends of four of said panels will rest on said beam in side-by: side relation and the-ends of another four panels will-rest, on said beam in side by side relation with-the upwardly extending end of each pin in a circular hole in the-lower flange of an outer channel of one ofsaid panels;

' 12. In a form for concrete and the like, at least'two adjacentsubstantiallycoplanar panels; each comprising? flat, rectangularwood sheet, a rnetalframe attached {there-, to and extending around and enclosing the-sides and-ends thereof, said frame having a dependingportion spaced inwardly from the outer edges thereof and providing a flange having a surface substantially parallel to' said wood sheet, said flanges along the sides of said panels being provided with longitudinally spaced slots; and, at least one clip having a relatively flat body, a flange at each side and a pair of spaced prongs extendingangularly to said body and then substantially parallel toisaid body, for simultaneously engaging adjacentflanges of-;two said panels disposed in side by side relationship; withisaid; clip body engaging said surfaces of said panel flanges; said clipflanges engaging'the sides of said panel-flanges and said prongs'extending through said slots' in said panel flanges.

References Citedin the file of this patent UNITED STATES PlYFlElWIS 775,685 Shute 8118.1. Nov. 22, 1904 812,006 B ovee Feb. 6, 190.6- 875,219 Schammel Dec; 31, 1907 1,176,005 Waite Mar; 21,1916 1,212,499 Kemon Jan. 16,1917 1,235,542 Bagby Aug. '7, 19:17 1,537,835 Lally May12, 1 925 1,640,997 Hollister Aug. 30, 1927 1,675,749 Crawford July 3', 1928 1,784,237 Kaiser Dec; 9', .1930 1,898,319 Soule' Feb.2'1; 1 '933 1,970,547 Anderson 'i Aug; '21, 1934 2,038,296 Kendrick Apr. 21, 193 2,101,551 Marsh Dec; 7, 1937 2,101,552 Marsh -1 ec. 7-, 1937 2,170,564 Lundin Au'gLZ Zi 19.39 2,296,782 Fischer et al. Sept; 22, 1942 2,423,955 Widener -1 July 1 s, 1947 2,616,148 Hawes 69; 4; 1952 2,631,352 Williams Mar; 17,1953

FOREIGN PATENTS" 804,256 Germany 'May 10,1951 807,995 

